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dc.contributor.authorMinussi, Roberta Brondani-
dc.contributor.authorMaciel, Geraldo de Freitas-
dc.date.accessioned2014-05-20T13:28:52Z-
dc.date.available2014-05-20T13:28:52Z-
dc.date.issued2012-04-01-
dc.identifierhttp://dx.doi.org/10.1590/S1678-58782012000200008-
dc.identifier.citationJournal of The Brazilian Society of Mechanical Sciences and Engineering. Rio de Janeiro Rj: Abcm Brazilian Soc Mechanical Sciences & Engineering, v. 34, n. 2, p. 167-178, 2012.-
dc.identifier.issn1678-5878-
dc.identifier.urihttp://hdl.handle.net/11449/9633-
dc.description.abstractThe dam-break flow involving non-Newtonian fluids is a type of flow commonly observed in nature as well as in common industrial processes. Experiments of non-Newtonian dam-break flows were conducted in horizontal channels and aqueous solutions of Carbopol 940 were used, which were modeled by the Herschel-Bulkley constitutive equation. Their flows were filmed and the frames were compared with numerical simulations. Two particular results were analyzed: the front wave evolution with time and its stop distance. The CFX software was employed and the simulations were conducted with the VOF method. Both results, numerical and experimental, were compared with shallow water approximation solutions found in literature. The numerical code, which uses complete momentum equations, showed better agreement with the experiments than those using shallow water equations. It seems that the hypotheses used by the shallow water approximated equations are not appropriate for the first instants of the flow, just after the dam-break and errors are introduced. Probably, these errors are propagated producing the differences encountered.en
dc.description.sponsorshipConselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)-
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)-
dc.format.extent167-178-
dc.language.isoeng-
dc.publisherAbcm Brazilian Soc Mechanical Sciences & Engineering-
dc.sourceWeb of Science-
dc.subjectdam-breaken
dc.subjectHerschel-Bulkley fluidsen
dc.subjectshallow wateren
dc.subjectcomplete solutionen
dc.subjectVOFen
dc.titleNumerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluidsen
dc.typeoutro-
dc.contributor.institutionUniversidade Federal de Santa Catarina (UFSC)-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationUniversidade Federal de Santa Catarina (UFSC), Dept Mech Engn, UFSC, BR-88040900 Florianopolis, SC, Brazil-
dc.description.affiliationUNESP Paulista State Univ, Dept Civil Engn, BR-15385000 Ilha Solteira, SP, Brazil-
dc.description.affiliationUnespUNESP Paulista State Univ, Dept Civil Engn, BR-15385000 Ilha Solteira, SP, Brazil-
dc.identifier.scieloS1678-58782012000200008-
dc.identifier.wosWOS:000307228800008-
dc.rights.accessRightsAcesso aberto-
dc.identifier.fileS1678-58782012000200008-en.pdf-
dc.relation.ispartofJournal of the Brazilian Society of Mechanical Sciences and Engineering-
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